Comparison of bearing capacity behavior of strip footing resting on sand-admixed pond ash reinforced with natural fiber and geogrid (Record no. 20540)
[ view plain ]
| 000 -LEADER | |
|---|---|
| fixed length control field | a |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20240104102545.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 240104b xxu||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | AIKTC-KRRC |
| Transcribing agency | AIKTC-KRRC |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 10236 |
| Author | Sharma, Abhishek |
| 245 ## - TITLE STATEMENT | |
| Title | Comparison of bearing capacity behavior of strip footing resting on sand-admixed pond ash reinforced with natural fiber and geogrid |
| 250 ## - EDITION STATEMENT | |
| Volume, Issue number | Vol.53(6), Dec |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | USA |
| Name of publisher, distributor, etc. | Springer |
| Year | 2023 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Pagination | 1262-1279p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | Due to their disposal issues, the waste materials are a major worry for the globe. The thermal power facilities generate a significant quantity of pond ash, which provides a disposal challenge and is not ecologically friendly. To mitigate these issues, these waste materials can be used as the replacement of construction material for the cost optimization. The present work is basically focused to analyze the effect of sand replacement on load carrying capacity of pond ash using plate load test. Furthermore, the comparison results were presented, for both jute geotextile and geogrid corresponding to various embedment depth below base of footing. The study found that there was maximum enhancement in density of deposit corresponding to 15% sand replacement and this proportion can be utilized in the preparation of foundation bed. The general shear failure was observed during failure in experimental investigation. Additionally, it was examined that adding multiple layers of jute geotextile and geogrid enhanced the bearing capacity of foundation bed. The ideal depth to embed a single layer of jute geotextile and geogrid underneath the footing was found to be 0.3B and 0.5B, respectively. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| 9 (RLIN) | 4690 |
| Topical term or geographic name entry element | Construction Engineering and Management (CEM) |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 22698 |
| Co-Author | Nallasivam, K. |
| 773 0# - HOST ITEM ENTRY | |
| International Standard Serial Number | 0971-9555 |
| Title | Indian geotechnical journal |
| Place, publisher, and date of publication | Switzerland Springer |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| URL | https://link.springer.com/article/10.1007/s40098-023-00745-0 |
| Link text | Click here |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Koha item type | Articles Abstract Database |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Home library | Current library | Shelving location | Date acquired | Total Checkouts | Barcode | Date last seen | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | School of Engineering & Technology (PG) | School of Engineering & Technology (PG) | Archieval Section | 04/01/2024 | 2024-0025 | 04/01/2024 | 04/01/2024 | Articles Abstract Database |